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广西天湖水电站压力管道镇支墩位移监测研究

STUDING ON THE DISPLACEMENT MONITORING SCHEME OF PRESSURE PIPE IN THE TIANHU HYDROELECTRIC POWER PLANT
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摘要 高水头水电站压力管道及其镇支墩的稳定和安全至关重要,安全监测应以镇支墩位移为主.观测精度指标的选取要依据管道结构本身对镇支墩位移的实际承受能力来确定,在天湖水电站,其观测中误差允许值,镇墩纵向位移取1.6mm,镇支墩间沉降差取0.4mm.在场地特殊和气候变幻大情况下,研究选用视准线-钢尺直伸导线法观测镇墩纵向位移不仅经济简便,还可大量消除量距系统误差影响,预期精度为1.1mm.这是用一般电磁波测距无法相比的. The stability and safety of anchorage block and the buttress of pressure pipes in high-head diversion power plant is very important, and the safety monitoring should lay stress on the displacement of anchorage block and the buttress.The selection of observation accuracy index must be determined by the practical supporting capacity of the structure of pipes to the anchorage block and the buttress.The allowable values of the mean square errors in the Tianhu hydroelectric power plant are 1.6 mm in longitudinal displacement and 0.4 mm in differential settlement of anchorage block and buttress under the condition of special site and changeable climate, it is not only economical but also simple and convenient to select collimation line method-with the method of straight traverses of steel tape to measure the longitudinal displacement of anchorage block and buttress. And the influence of the systematic error can also be eliminated in a great quantity.The pre-estimated precision is 1. 1mm with which the EDM can not be compared.
作者 林文介
出处 《桂林工学院学报》 1995年第4期402-410,共9页 Journal of Guilin University of Technology
关键词 水电站 支墩 压力管道 引水式水电站 位移监测 hydroelectric power plant anchorage block and buttress extension element of pressure pipe additional stress of pipe shell longitudinal displacement deferential settlemant Guangxi Quanzhou
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参考文献2

  • 1[苏]卢基亚诺夫 著,杜宗甫.工程测量精度估算[M]测绘出版社,1985.
  • 2[苏]鲍利沙科夫 著,孔祥元.精密工程测量的方法和仪器[M]测绘出版社,1981.

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